HomeMy WebLinkAbout41691-Z ��o�c,�frFOl,�coGy Town of Southold 11/28/2017
a
P.O.Box 1179
co. 1 53095 Main Rd
o4A ► �ao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39357 Date: 11/28/2017
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 1370 Cases Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 109.-5-24
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/26/2017 pursuant to which Building Permit No. 41691 dated 6/1/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
sunroom addition to an existing one family dwelling as applied for.
The certificate is issued to Moriarty,Kevin&Tricia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 17-45620 11/21/2017
PLUMBERS CERTIFICATION DATED
A h Signature
p0lTOWN OF SOUTHOLD
�� gUFEot��, BUILDING DEPARTMENT
18
TOWN CLERK'S OFFICE
' . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41691 Date: 6/1/2017
Permission is hereby granted to:
Moriarty, Kevin
1370 Cases Ln
Cutchogue, NY 11935
To: construct addition and alterations to existing single-family dwelling as applied for.
At premises located at:
1370 Cases Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 109.-5-24
Pursuant to application dated 5/26/2017 and approved by the Building Inspector.
To expire on 12/1/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $316.00
CO -ADDITION TO DWELLING $50.00
Total: $366.00
Bui ding Inspe for
t��
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains Iess than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If it Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 /
Date.T Z f 7
New Construction: Old or Pre-existing Building: �. (check one)
Location of Property: 13 76 C�4 S C�s 2. 4A-J P5- G cLc A o� u
House No. Street Hamlet
Owner or Owners of Pro e A //6 R/A'2 7�y �t' F. V MI A629119-& 2`/
/j Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. I Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: y (check one)
Fee Submitted:$ ��
Applicant Signa re
Certificate of Compliance ;
CERTIFIED,ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE -
AMITYVILLE,.NY,"11701 -
=5610
P: (631) 598
_................................................................................... ............. . .
............................
CERTIFIES*THAT
Upon the application of -Upon premises owned by
Complete-Circuit Tricia Moriority' -
33_Bay Shore Road 1370 Cases,Lane f
Bay, Shore,NY 11706 : Cutchogue ; NY 11935.,
Located at:,1370,Cases Lane ,
Cutchogue , NY 11935 ,
Application Number#: 17-45620 Certificate#: 17-45620, - - _'"
_Electrical License#: 55816-ME _
Section': __ Block: Lot: Building Permit #: 41691'
Described as a Residential occupancy,wherein the premises electrical,system consisting of' .-
electrical devices and wiring; described below, located in/on the premises at: ."
Sunroom:
A visual inspection of the'premises electrical system, limited to:electrical devices and wiring to
the extent,detailed herein, was conducted in accordance with'the requirements of,the applicable
code/or standard promulgated by the State of New York, Department-of State Code.Enforcement.
arid:Administration, or other authority having jurisdiction, and found to be in compliance' therewith
on-the 21 st day of November 2017
-Name QTY
Duplex Receptacle- 20 Amp, 120W ,, 4
-Switch 220 Amp,'120V 2
incand: Fixture- 15 Amp, 120V 2
Electrical Inspector: Robert Cehello
A VaCAt'
` M
!APPROVEW410:
NOV 2,7 2017
U,DOGYM'certificate is not valid unless raised seal is present.
oFso�Tyo
�o �o
Courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLRG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN L)
REMARKS:
DATE INSPECTOR
�[r�af FSo
�O��O UTyolo -
um,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F UNDATION 2ND [ ] INSULATION
[
FG
G /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL ( )
REMARKS: l
o
L
S
DATE INSPECTOR
o 4 I BOE SOUIH
�o� olo
w O
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
� v
min
NMI- N
..
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STATE BI�EROY
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TOWN OF.SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board-of Health
SOUTHOLD, NY 11971 Nts of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 L ' u ey
SoutholdTown.NorthFork.net PERMIT NO. Zheck
Septic Form
N.Y.S.D.E.C.
ustees
, kC.O.Application
Flood Permit
Examined ,20V Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20LI MZih-6-
Disapproved a/c '
Phone: 3l— 7���'SC y0
Expiration ,20
B di g I pector
�pY
26 2011 PPLICATION FOR BUILDING PERMIT
Date M14 , 20 /7
DING DEPT. INSTRUCTIONS
a. T19'9 H MUSSTobeeccompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.-Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or,used in whole or-in part for any purpose what so ever until the Building,Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
�p
rl/ ,
(Signature of applicant or ame,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
IJAz �R
Name of owner of premises /�� Q /,Q /2 �/ ¢ (///U //O/i/�G� 7
(Aso the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No,
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Gc --tc-ko!�? as
House Number Street ,w'.,f.zi-; .�s.cr,3z:Harn et
County Tax Map No. 1000 Section Block: %%;% 1 =°� Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy.of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy T� Rou ivd f2/rIA� leas/ c/��vC�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building v /" Alteration
Repair Removal Demolition Other Work
(Description)
Estimated'Cost o e o Fee
(To be paid on filing this application)
5 If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
�? If business, commercial or mixed occupancy, specify nature and extent of each type of use.
71
Dimensions of existing 'structures, if any: Front Rear Depth
Height Number of Stories /
Dimensions of same structure with alterations or additions: Front r,; i r. ' ` - ,Rear
Depth Height = Number offStories'
�? Dimensions of entire new construction: Front Rear r,iDepth
Height Number of Stories / -' `'
9 Size of lot: Front Rear Depth
km:wi F c
I Date of PurchaserzL a/&; Name of Former Owne0,q,% -d,+& L XAZ /�C (d.,?,y'/�
Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO r/
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. a es of Owner of premises' Address Phone No.
N e of Architect Address Phone No
am of Contractor Address 'Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B,E QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO, /RI�
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO ins
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day o 20 )1
DIANE DISALVO
Nota y Public NOTARY PUB IC-STATE OF NEW TVRK
No._0tDI475593 Signature of Applicant
Quolifled In Suffolk County �t
My commission Expires April 30, 200
`
Scott A_ Russell \�0 S�IIrQ�� SI-'�O)��A�J[���A-TIER,
SUPERVISOR 8 NLAN A,GIE1\\4IE-T
SOTYMOLD TOWN HALL-P_O.Box 1179
53095 Main Road-SOUrsOLD NEW YORK 11971 �syo Town of S`o u th o l d
U AYTER 236 - STORUWA'TER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
- ---DoES-TMs-pRO-jlEC'--IIVo F-- FOLEOWI1��----=-----•--•-
Yes No (CMCX All THAT APPLY)
- F1 A. CIearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface. ;
�] B. Excavation or-filling involving more than 200 cubic yards of material
within any parcel or any contiguous area_
Site preparation on slopes which exceed 10 feet vertical rise to
00 feet of horizontal distance_
❑LD. Site preparation Within 100 feet of wetlands, beach, bluff or coastal
r P p -
rosion hazard area_
[}LrE. ite preparation within the one-hundred-year floodplain as depicted :
0" FIRM Map of any watercourse_.
E F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If y_ou--answered NO-to-al f the questions above, STOP! Complete the Applicant section below with your Name,
/Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project.
If you answered YES to one or more o e above, please submit Two copies of a Stormwater Management Control Plan
and a completed Cbeek List Form to the Bw ing Department_ ilLyour Building Permit Application.
/ APPLICANT (Property Owner.Design Professional.Agent_Contractor,O her) S.C.T�VJ. OOO Date.
District
NAME
Section Block Lot
q "'�'"•.• (/ / [� FOR Bi'iL.DENG DEPt�P_- NIENT U'.E ��--`•;L-1-
Contact Information G.7 - 73 b `Y % Q
Reviewed By-
- — — — — — — — — — — — — — — — — —
Date:
Property Address / Location of Construct Ion Work — — — — — — — — — — — — — — — — —
�'�d C,¢S� s �� ❑ Approved for proce»,ng Building Permit.
�4 Stormwater Management Control Plan Not Required.
G h C� Stcr m.�ater P✓laaagea;a„ Car,t:al P:a„
(Forward to Eng.ne rtt;g Depirtnte,it la Re%_--v)
FORM SMCP -
pE SO(/r�®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �Ql�c®U
October 27; 2017
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Kevin Moriarty
1370 Cases Lane
Cutchogue NY 11935
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
V//Electrical Underwriters CertificateA7/,
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 41691 —Add/Alt
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FOLLOWING INSPECTIONS: `^
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1. FOUNDATION - TWO REQUIRED in
FOR POURED CONCRETE Lo
Lo
2. ROUGH - FRAMING & PLUMBING
3. INSULATION I
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE L
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR -Q1 Z
DESIGN OR CONSTRUCTION ERRORS.
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PLAN CONTENTS: Ch
GENERANOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL s
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1). IDGE-T0aAFTERASSEMBLY: BUILDING USE LLI
1-,W x 20 gaups shag ohd b@ ddded b each pelt d rdba in aooadann b dbb 3A. BUILDING HEIGHT
Whets a mist to N owed h Mu d a rk4e Ere teenier d 10d mrmron tuella requied TOTAL S0, FT. OF CONSTRUCTION
In each and d tM Colt N tori not axosad tM dburadd number of ed male h fe stipCL
CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENTAND
2}.RAFTER-TO•WALLASSEMBLY: DESIGN CRITERIA
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tyThehbrrr/onwwRHnlfiaddooretnxlondaaanstsw�sYl�dbbarcdeuW 2015 ICC WOAD FRAME CONSTRUCTION MANUAL
tMentandlramtrpdefata•TheyerelIs do seemnatucfoneld,notesubatNule Laleralflanam mWehmowalaorumcilo ib rmfler,00bVOrkmbtoppiabahrbah FRAMING CEMENTS AS PER FLOOR PLANS ROSS SECTION AND GENERAL NOTES •d O�
ter gerwaly mospbd good buldnp paoloe wd mmpiutoe w1h cume t New York m oc 4oeenb Uble&&When a talar or tins do not i d h ire wl h dude below,ralbra
Obis buldtrp mdta.Tin General Cartaclor is reeporebb br prwldrp e'and1 or tueses and be dersd to M walllop plate and ft wd by pleb slid be afdded b EXT. BALCONIES 40
OonrttUdon dadlle and; to ensure a prolaeslonay Mid .skucturdy thelDlIhowdsluclwhhupiltomminclae.Roof a ovwlo gh Be take aide dfe buldrg DECKS 40 ._ to
sound and a wesdoprodoon pwted podud del be none l whh upLt oonraofaw In amom danoewlh tabM&3c ATTICS w/o STORAGEi o
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2).The Qww Conaaclor ls asp o -W-for en ee l g thal d work and conbuclion 3).Wi LL-TO•WALL ASSEMMY: ATTICS w/ STORAGE 20 W 0 N
mealsourraR! in dit oou ry and ted codas,arrnanat and rep Aelore,ab. Wal aauds above and skAs blow a Icor WM ehd be aIred wkh DESIGN LOAD CALCULATIONS ONS
uplkoorenadoreh ROOF (GROUND SNOW LOAD) 25 '; C M
Thesecodnanbbsao iskim daapertdfnapsallcatlonabrNeh-0 mend too�lw+cent! hbW3.3b,IMreervw dudtebo'MadonotYhlnswlh ludebslow,fhs (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ! `�
should be adored b wan R h wrim wl h fe pin. ducts del be atfadred b a oonrrron rwanrbsr In the floor assembly wlh rrplR oorrrecbrs in
acoordenoewfh bbl*3.& ROOMS (SLEEPING) 30 I C
3}Dkrwrbn shallbabe preoadn►to ersceltd drawIngs. STAIRS 40 I V
(DO NOT SCALE DRAW111I8), 4j.WALL ASSEMBLY TOFOUNDATK*t GUARDRAILS ANY DIRECTION) 200
Fist wall suds shl be ootrected b to brrddar,an Gala,or bolbrn plata w1h upNlt 01
4) Th he not baso arrpapad formninrcbm aupe vNbn end aaeunee no oorreclors.8Mel steeps eFnM Frave a mkrkrttanerrrbednwrt d 7lnoFrss h mnorele EXPOSURE CATAGORY •—
oonaaudon000rdrratln9w1liteseplene noraeporid for lbradallonrdtlabarFgrwde,151ncMthn■aonryMock bzIddlw1workMedunder LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION
mretudon eeant,rrrefab,WdrApne,sequwan,orprooedaes,or forabty th phis and nded in a000nirrotw0 ftl@ 3.3b.Whn tdtl adage eabpped uedarte ROOF — FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE I
precauft w and pqy n a lnoorrwabn wlh to woAc itrsn are no wanarrfes for a bottom pI0*,3 IoM equsre washes shallbs wed vAh the ander boo Anda bolt
speolk use agvewd or f�In the use d bees Fkm apsckg Is b be 4mosd and shad In a000rdarroe b tads 3.2L In 1 011on b spe tip, NAILING SCHEDULE SEE GENERAL NOTE PAGE i
sn him bob erebbegpa=dbetween8-12Indetom8eenddaM0d@endd EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION
SMOKE & CO2 DETECTORS) SEE FLOOR PLANS
e) Th tiertarai Carraaclor M b onus drat rrrppke err prefibraeted ltephaoes owls r I odnbr wb awrh �d m wood afi ciurd panel en ft eom b
orsnroaadsrtrarrufsolursyspsoMotgonaeMdtpploebbmda' T)�
d wfh 8d coTRUSS DESIGN N/A — STANDARD STICK FRAME CONSTRUCTION L
aflariemmoha
n lt tt 0'oa at Era petrel edpaa end Irox h fe Mid,and
n The General Contaoar M b oors0 wilt to owner ford ix&4n lama 1R Inch wpm walbmd on fro Indrbr stlemed wlh ted cooper nate at r ox.at penal ENERGY CALCULATIONS R E SCH E C K 4.6.3
suit w bod casae,sholAng,Panay.cbssle,stns,air. edges and 10`o.a In the i1Nd shat be In a000rdenoa w1h the taeph requh muss spedAad
In table 3.1 ee b.
rei
8}WW m wb shall bl an hb s000rrt durft axxbudlon.
load
Fm
6).TYPE II EXTERIOR SHEARWALL ommcnONS Table 3.1 Sdodule Framed L`mft d m Mwx'al 2015 s 4+.
FOUNDATION NOTES: Type 11 axlerlortl,..ads shall modthe mpkem.rb of WAs .16a-bbries to gpoprwe �°0d 14s dna 1ss}
t).The C,eteral ConbacW and Mason ne,lo revkv plaaWailom dolds and noMs b �° ��h lebb 3.18. Number of Nurhber d V
(11darnrre o a dad htbl' d I'll W We)above typhi grade. 4 l I SUOR SWEARtWALL OM06CMONS: Joint DeecdpdDn Comm Nails BOX Nuala NM S
sidewd WVfrt provided In fable 3.14 aid be pemrt'ed b be Inorwed when
2).AI t x tps b oat on urdbed dra (Mrinj sol.Ass med bawft 3WDpd h dm k r dresrwarle are used.Sheat ft and mum wmk m of W be h aooadarws wlh ROOF ' .�,.
2 4.4.2 and 22-4 rsepecfvtly. Rafter b Top Plates(Too 46sd) -8d 3-�
3).Prwlds HCl o�enalon jotrt nreterY belwesrr cereals slobs acrd abttlrq T 11 3 per fatter e d
norrcrete or masom wels ocou ftl ineoderbr or unhealed hterbr areas 8�CONNECT KM AROUND EXTERIOR WALL OPE NNGS: Mng Joist io Top Pets(Toe q*%d) 3-8d 3-Sd perjoist 4-0
FbarMr andlar Wieder oarecfara shat ba eWded wilt upilt mrrrediore lnaooadarot Cd" Joist b Pastil Rafter tics 5-16d 5-16d each
4).Any new intrude wale belt alladed b @Waft can acousmas dal dib 3.5.Widow M plain and be have ded camedors In aooadanoe wllh tabic nA by 4j
be tetdodwhh I4 re4w,180 by at 1r oA-Use appowd opogfor 0 1ala19 g s Wng Joist Laps Om PufltlOns(FM-Mlkfd) 5-16d 5-16d each Cap (,
4 Urban ofrorwtte noted,el dab%on Wade In be=0 W_Comets b beCOW The to Rafter(Tw4abd) 2-10d 2-10d per be
9CATHEDRAL C E LM ASSE BLY:
our
ped on 4 Inch tuck and a prowl fa Wlh era wh mesh nUdorchg hialoi dabs Who s a tldpe le b bs wad as a afru hind bears,fN rallen aha elf»r be clan andBiocift b Railer(Too ndh4 2-8d 2-10d each end
b be mkrkraerr 34rl Inch tlrck anchored on lop of the beam or slope mnMcfort @W be alteoied to aeoh idle mtoa Rkn Board to Rattler 9.IPA 3-18d etlCh end
8).G>.wl spaces b b.prvtridsd wdltr a mirknm 18'x24'aooea openkp ird one '10f1g P�d Ooneotiars loth nips and wall ltd be be WALL FRAMING /� e
Bx1e oast loon lgtrdelbn vent for awry 1fi0 aq.t,d area. srtedrsd VYRt the above ftgr*errrMi.
DECK AND COVERED PORCH NOTES: TOP Pugs b TOP Pleb(Face- 2-16d(1) 2-16d(1) per foot
e
4 Dampprodsrnimks dforerd.fm vA b1lumb ou■matirp n per section 8408 of TOP Pigs at Intorrmdlons(Face-Haled) 4-16d 5_lW jolsats-geth aide �.
N.Y.B.Redd@nlW OorMhtotbn Code.A 6•tnlNm shallbe appled wer 4 Ur*w adwwMs noted,d h'w'Mg rtrs w b be rt1 ACO pressure l - kmber. t
the blow grade portlpn d erdeAor wsrla plot bpbidd Al it ido ors,logo and encla lobe gelvtMed or threes deal. Stud $k'd(f-ece 2-18d 2-16d 24'O G v+
e).Drahege as per sedan R408 of N.Y,B.Raidenw conatudbor;Code. 2}Girders for deck job le b be bollad b each post wilt washers and rxb: Header b Header(Face 4naled) 16d 16d 16'oz,along edges
Gtdsrson Bona plus shat be arnchm with propersteel corrnsob anchorsd
FRAMING NOTES Ina mnoete wlh a mInkru, Ire dle x r OV ardor bolt vAh washers No nub. Top Or Bottom Rab b Stud(6d NOW 3-16d 2-4W per tttud .i}..
1}Al tamhg d PA I q,j t and metonM to pnecrlpfw dedpn d 2'ts 3).Posts anppattrg Girders and be enchali berW
Fallon wood Rod ConebuoWn Mrwal. Use a n**nun 11r dta x r arp ander bok waft washers and nube.Food &W
2}Ution ofurvrle noted,d temtp and s6udud wood rrrdm b bo a2+BTR. be 31L below pads.Comate plrs to be used wllr d pordaeldecks wNh rods or pecaLies.
Dara.e Ft. ) Deck jolata b crave him ddng at db o a. 8000M Pleb b Floor Joist,Bal
t; d Jobs,End jolt or Mofty Na led) 2-15d(1,2) 2-16d(1,2) per foot �
3).Floors,walla,edtps and rattrs lobs Weced et t8 taw o e uresa ruled 5).A,nkinun d 10 Ind, dfp& and be Irredee
led betwn fro buldng and ledger. FLOOR FRAMING
ofruwlat• Ledger ID be raeter�d b bu1:1 g wish IM di..bolts w 1h washers and Mute Joint b S1Ia,Top PIBb or Girder(Tae-nth 4-8d 4-10d perjoist
4).Urdsn od 'Ise holed.al bee tip wd iia I b bs(2)2x10 N2+BTR,Doug.Ft. WhereBti ro to Joist(T09�f1aw 2-6d 2-10d each end
Bea 1 well h@a I to have(2)jack atuds and MIA MnCM suds on astir aide dog 6�Conaeb pI19n;shl t*a,n1nb nren r abm grade. Bloddi b Joist(Fouad) 2-8d 2-10d each and
RIPs LVL headers b hew(3)pdk soda and(Z)W MrCM suds on sedh aid@ of
opa Bevel well whdaw alit drl Ww haw(Z)wkdm dl pude far 2x4 Wal >)M joleM b to e<pporled wIh batiste era endrort Each Jolt shah al o be andorsd Bloddng b Sll or Top PkrS(Toeoheled) 3-16d 4-16d each block
apenkps beawnn 4`I and eb and 2d'wall nperrnaa baboon f N i and erg.Provlda fta to fhws)• Ledger Skip b Seem(Faoblxdled} 3-16d 4-16d Stub joist
&WHMMOVAM apploaae Joist on Ledger b Bolam(foe-miled) 3-8d 3-10d per joist
4 M tush b .*Rr Wm s b bs k*dsd wllh heavy duly gdvkraed hangar:and 8}Covered Room Mall be"seanrbMd and endtored to same mercer as a typic buldrnp. Band Joist to Joist P44talad) 3-10d 4-16d per joist
stareswtweapplIodAelodoon,edh Oft PLUMBING NOTES Band Joist to Sit or Top Plate(fowfoSed) 2-16d(1) 3.164 (1) perfoot
8 Doone up tour joist oder well@ shot run parcel lo the Poor jolt and oder belt ba. 1).Al water etgft dalrtaps and verft b bs traded«par N.Y.S.RaIdterld ROOF SHEATHING
Fbonb have osanic tlebaled&al be vWkd ter pWw bad cep@*w,*n noted
an eCode. $kt✓IChNBI Periltl See Nottls 4,5 Ord
2�Verly owk wpbm wb ft Erok"ter sof m k county I kWd DeMb.ant approval. IHl uc r zine ( 0) 8d Hoa 6" r 12'rr21d
un PmMe b bbddrrplbrkidrrg Intoot jobd at e'o cake.Use told bbddnp In toot joMd dAg'natal da forany pk.nbing releI work, Edge under d beartrp Wald. 3}�tori euuck pMles err joMd«e coleus Perimdbr Ztxhe 8d 10d 6eager$"field
provide sd*Wde bating and platen b poted and noure the scathes.ywry wM lie Gable End Rabe with tip b 1'Raks Ove fte 8d 10d ti edge r 6'field
8j.Provide kwAdon belles stem vend between rofkrs Intel draft bbddrp as ebb code and nwr,iadure`s rsoarrns Kidd ter ffmo*mm sob alts and Raft pumbmd
needed HVAC SYSTEM NOTES CEILING SHEATHING
g).Unless ofwnria.nodi,d roots ala web b hen s nrnknun Vr flask,4*F=ur 1),Medwnrcal subcontacbr lewporebb br ed1 s 1 b Ill applcabb mdse and aehty GYpsurrI Wallboard 5d coolers 5d tboiels IT edge/10'held
C DX.ximbr deathhp pads plywood.Pywood b cover over plata end iwd1 re"VIM. WALL SHEATHING
1 lJrrlee adwwln noted use 3W fuck T&G PTS F1r or_'-dedr plywood subfoor 4 HVAC aubombador M loftily motdtrtls d eyslern dols std regutanend wlh fe ShHlcturalSee Nob81,2,Orbe 3) 8d 10d 8'
wllfr PLA00 adhedve and screwed btour)oisd.Fkited lborb be krebltd ����rppNer Parte eager 12"lisld
over a moor as per maralbtae's blrudons.
11}M bW 000nr wit b have irl 8rbk eolslrw*4n%brt u'u hodu Gerep welt and 3)�����review�ind a�ppm d submit k b to Gerwel 5d OOOlers 5d OpOfefa 7" r 10'f tela
dcolkWoodavertirnam*' �:b� a had M Aparna d ELECTRICAL NOTES: W�Iboerd FLOOR SHEATHING
14 M rod wlh a 0k:h Mea Unn 4:12 thl be Irrtdled v0 sn'a&Water banter a 1).Al sbeticel b be heWMd as per N.Y.S.ReeidenrW ConsWelon Cods. Skuebtral Panels
aMwed equal.Fiat mob etW be appibd wkh a Fto baa@ sheet w1h an EPDM
lordr down Mnpe no over. 2}Al aMetfoal work shall be approved by a queued Undowfear. 1'or hese 8d 10d 6' /12'11Hid
13}.M as plain and wood In condi with reel,b be prwure tested SM plait b 3�Iniad Smoke ddeebrs and carbon Maoa b detects troughs t ere perae lm 8317 (1)Nadng roq*emeft ane based an wall sh #ft Haled 6'moan r at the paW
be'�aled w'h a team elf la m
geaket and drmlle didd or approved equal. d N.Y.B.Rasldenfal Condruc0on Code. edge. lnla�e��KWules>
be used where oral afleatfing na�1g b reduced. Far exerrlpie,K wua fitleathing ie nailed 3 inchd ed OrKertter at lfae Gariel edge
to obtiln higher street cqx dUM ndkhg regftw tf for 81AX6M members dual be doubled,or oft,ate omneckn shah
be used b MWIRkh toad ptsfh.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)Forwdain fhkhgwfl*41betdthecmHera'meforbotedgezoneatteclmentreglrk°n'entaowbeueed•
(3)Ta xhbd 12 kith oar~nal spedng asatmes wd ssfled* aftadrod b sdurd ''
fi>grnkrp members with Q42<G<OAfj. �
ri
Gnound Snow Wind Seismic Walthering Frost Line Termite Decay Winter Barrier Flood Hazards (4) For roof stwl*g Wft 4 feet dthe p0l'im hr edged the W.Wuding 4 fleet en each Ellie d the rodpeak,the 4 toot
Load Speed Depth Design nderlayrnent Periimeter zone a tl chnhertt requklemenb af>BIII be used.
Temp. uired (5)Tebtieted 12 kmh o.c.nal spacing Fid slheethkhp attached b n3tterr truss ihudng mernbers with t>0A9.For
Moderate members wt�h<0.42<G<OA9,rhe nall sdlel be reduced b 8 kiches o.a.
25 pat' 140 mph B Severe 38 In. Slight m 15 F Yes harms
to Heavy Moderate (6)For Wlnd speeds WNW than 130 mph,blocking Is negtlked which tran*rs sheer bad b W additional rdfler3(3 rafters In `
For exterior parwA oft,gtmtmd book ids Id be p nftd to be subdtuted for common nals.
N
O�
.-i
Z
" V
a �
Q1 �
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS .L } o
CONNECTION LOCA'1ON: PART NUMBER: NOTES:
RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS
N
RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. c °o M
APPLY TO EACH RAFTER %O
NOTCHED RAFTER RAFTER-TO-PLATE RT15 USE WITH SPTH4 CONNECTOR
U .,w
RAFTER PLATE—TO—WALL ,.STUD SPTH4 APPLY TO EACH WALL STUDFUDGE
v,
RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD i7i
Lcl
HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD Lo
h
CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD
SHEAR WALL HOLDDOWR ANCHOR ADS5 APPLY TO EACH SIDEWALL END '
1ST. FLOOR—LIN DER—S:LL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE
Bigof„�0 RAFTER STRAPS __ USE WITH 3" SQUARE WA HERS
USS THE FOLLOWNG OR APPROVED USP METAL CONNECTORS FOR PROPER WW RESISTANT CDNMUM M: a)
FOLLOW MANUFACTURE'S RECOMENM MrBTALLATIOM INSTRUCTIONS TO ACHIEVE MA)UMUM UPLIFT LOAD CAPAM. '� Z
W ob
d O
RAFTER PROVIDE 1/2"SPACING 4- t
BETWEEN THE END STUD ANCHOR BOLT CONNECTION c u
AND THE 2 OTHER STUDS 01
RAFTER FOR ALLOWING CONNECT CORNER STUD ""a+A MXT c cM* �OUroc�►T Or Dk ' �d T -0
HOLDDOWN INSTALLATION , • TO TRANSFER SHEAR �-��T��'01i"10N�" �at�mr n:ac � �
TOP PLATE • • FASTEN WITH(2) 1Qd 3u IATE TolAa#rarTM Z 3roc
COMMTOP PLATE ON NAILS @ 8 O.C.
—� WALL.BOMM " TE 10 FOl1lR1111T10N. i,Z!�101it�3 6T GC •
_ .WALL STUD � •
WALL STUD SIDEWALL ENDWALL LIN WTH 34 8"M WASHM L N
NV LVSV OR 8M)
000 O i
IMS,RAFTER TO WALL$Tl ,�4 E R TIVE RAFTER TO WALL STyD CONNEC oN-- CMNER.R CQ&l�"f 4
C3 �
2ND. FLOOR WALL STUD
KING STUDS
. d �O
2ND. FLOOR PLATE
SUBFLOOR CRIPPLE STUD 1.l.i
WOOD JOIST RIM BOARD
HEADER
BLOCKING WOOD JOIST '
1ST. FLOOR TOP PLATES
GIRDER/HEADER
.LACK STUDS
WOOD GIRDER WOOD JOIST '1ST FLOOR WALL STUD
JOIST FRAMING OVER W000 61RDER�� LMr�FLUSHVVITHQI EADER—
TYPICAL MULTI-STORY CONNEGjIQ�,
1 ST. FLOOR WALL STUD
1 ST. FLOOR PLATE
` SUBFLOOR SILL GASKET
WALL STUD WALL STUD RIM BOARD '®' TERMITE SHIELD
BOTTOM PLATE BOTTOM PLATE • ,
BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES
JOIST DOUBLE JOIST _ (TO OVERLAP JOINTS)
FOUNDATION WALL _
' FOUNDATION WALL
DOUBLE JOISTFOR NON-BEARING WALLS 9ST. FLOOR TO,E�NDA_TION•CON[ COONSM UM TO EQUIN&M ANMEMIS JOIST FOR LOW A B�ATMTUB - 051684 ��`
N
Ltd
O%
WIND RESISTANT CONSTRUCTION CONNECTORS z
DECD 8c PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES v
4x4 POST TO FOOTING AN H R PAU44 OR W 44 PAU44: USE wZ MIN. 1/2" DIA. x 7" ANCHOR LT G- u
6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN, 1/2" DIA. x 7" ANCHOR B LT
44 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST CO
6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST d t� �
POST/COLUMN TO GIRD R HEADER TA12 OR LSTA24 USE F R EACHPOST/COLUMN �� 00
RAFTER STAIR STRINGFR CONNECTION TMU26 OR MPA1 USF ON EACH STRINGER N
RAFTER JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER = -0 M
RAFTERAFTER TO LEDGER BOARD TMU26 OR MPAI USE ON EACH RAFTER. MPA1 USE ONLY 10
R--o I WHERE T BE USED C
LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND 6R SIISTANTCAN OCONSTRUCTION. O rA)
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. V %nRIDGE _
v,
HEADER— Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 183) �
RAFTER Number of Number of
Joint Description Common Nails Box Nags Nag N� �
ROOF NAILING
Rafter to Top Plate(foe-nailed) 3-8d 3-8d per rafter
Ceiling Joist to Top Plate(foe-laved) 3-8d 3-8d per joist
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CeiingJoisttoParellelRafter(Face-nailed) 5-18d 5-16d each lap
Ceiling Joist Laps Over Partitions(Face-riled) 5-16d 5-16d each lap L
Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie
Blocking to Ratter(roe nailed) 2-8d 2-10d each end
STAIR T R E A Rim Board to Raft End Naked 2-16d 3-16d each end Q�
GIRDER/HEADER WALL FRAMING 'LAI
P 0 S T RIM B 0 A R Top Plate to Top Plate(Face-nailed} 2-16d(1) 2-16d(1) per foot
Top Plates at Intersections(Face-nailed) 4-16d 6.16d joists-each side 1 Q
POST/C O L U M STRINGS scud to Stud(Few-nailed) 2-16d 2-16d 24"o.c. ; 4)
° Header to Header(Face-naged) 16d 16d 11V O.C.along edges
RIM/DECK JOI
S-T—; d
G Top or Bottom Plate to Stud(End Nailed) 3-16d 2.40d per stud 0
STRINGER TO DECK/PORCH CONNECTION
IRDER/HEADER TO POST/COLUMN CONNECTION
Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d{1,2} per foot
POST TO DECK/PORCH CONNECTION FLOOR FRAMING W V
Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per jolst
Bridging to Joist(Toe-nailed) 2-8d 2-10d each end
Blocking to Joist(foe-nailed) 2-8d 2-10d each end
Blocking to SO or Top Plate(Toe-naked) 3-16d 4-16d each block
Ledger Strip to Beam(Face-nailed) 3-16d 4.16d each joist
GIRDER /H E A D E Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist L N
Band Joist to Joist(End-nailed) 3-16d 4-16d per joist
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot Q 1
GIRDER/HEADED ° ROOF SHEATHIN3' 4—
POST/COLUMN ° JOIST Structural Panels(See Notes 4,5 and 6) tin
Interior Zone8d 10d !;edge!12 field d
POST/COLUMN Perimeter Edge Zone 8d �0dd 6'13'�/s field til)
Gable End Rake with up in 1'Rake Overhang
GIRDER/HEAD ER 0 CEILING SHEATHING
Gypsum Wallboard 5d coolers 5d coolers T edge 110'field so
WALL SHEATHING .�
Strucurel Penels(See Notes 1,2,and 3) 8d 10d 6"edge 112"field W
GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDERZHEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION 5d coolers 5d coolers 7"edge/10"field
Gypsum Wallboard
FLOOR SHEATHING
Structural Panels
1"or less8d 10d 6"edge 112"field
(1)Nalgng requirements are based on wall sheathing nailed 6"oncanter at the panel edge. Alternate nailing schedules shall
be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-mriter at the panel edge
to obtain higher shear capacities,nailing requirements for structural members shag be doubled,or aftemate connectors shall
GIRDER be used to maintain load path.
(2)For wag sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used.
POST (3)Tabulated 12 Inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49.
y p (4) For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,the 4 foot
WOOD J O I S perimeter zone attachment requirements shall be used.
V
(5)Tabulated 12 inch o.c.nail spacing assumes roof Wvwthing attached to rafter/truss framing members with G>0.49.For
CONCRETE PIE12%12%12" GIRDER/HEADS (stn greater<0.42<G<0.49,the thin sparing shag be reduced to s Inches o.c.
u',`A CONCRETE FOOT ,(^ totaQ mph,blocking Is required which transfers shear load to two additional ratters(3 ratters In
WOOD J O I S (7)For exterior panel siding,galvanized box nails shall be permftthd to be substituted for common nails.
Y
POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES:
` v 1 j.Unless otterwiee noted,an framing materiel to be lH ACU press=heated lumbar.
JOIST FRAMING FLUSH WITH GIRDER/HEADER All fasteners,hangers and anchors m be gelvblzed or stalriaes steel.
GIRDER TO CONCRETE PIER CONNECTION 2).Girders for dock ddsbtobe boned or arwhored to each post aderwlmwashers;and nuts.
Girdsm on conaele pians shall be anchored with proper steel connectors anchored
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Into concxsle WM a minimum l/Y din x T long anchor bolt with washers and nuts.
Wind Seismic Weathering Frost Line Termite Deka Winter oe Barrier Flood Hazards 31.Posts wpp�ng girders shall be and aad to a 12'7k12"x12"thick ooncxate roonmg.
G irowd
Load Speed Depth y Design Jndedayment be 311 Use a (below grade.Girders whh roots sial have 17 dna.concrete piers 3'bbkm grade.
TeMD. Reoquired
4}Deck joists to have bloddng at aro o.c..
25 pd140 mph B Severe 36 In. Moderate Slight to 15"F Yes " * ,to Heavy Moderate 5}A minimum of 10 hch hashing shall be Installed between to bugdtig and ledger. �_
Ledger m be fastened to building with 1R'dila Doha with wasters and nota ` !%
at 1(3"o.c.
8).Concrete piers shalt be a minimum 8-above grade. \ �G•t, y'
Tj.All joists to be supported with hangars and anchors.Each Joist shall also be anchored r
to glyder(s). c
81 Covered Roofs shall be assembled and anchored the sane roamer as a typical bulkJhp.